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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹4.7 L
EMD Value
₹9,405
Closing Date
12 Oct 2026, 3:00 pm2d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
THE BDO/EO, MAL
O/O, THE BDO/EO, MAL
Construction of girls toilet at DAMDIM T.E. NO-II PRIMARY SCHOOL under Damdim G.P,Within Mal Development Block for the year 2026-2027
2026_ZPHD_5077709_16
WB/02/BDO/MAL/2026-27
Open Tender
CIVIL WORKS
Percentage
DAMDIM GP
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹9,405
Yes
6 Oct 2026
6 Oct 2026
14 Oct 2026
6 Oct 2026
12 Oct 2026
6 Oct 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Item no. 2.25 Page no.90 Vol. 1 DSR-2023
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 9 | Cum | 177.5 | ₹1,597.5 |
| 2 | Item no. 2.25 Page no.90 Vol. 1 DSR-2023
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 7.2 | Cum | 196 | ₹1,411.2 |
| 3 | Item no. 2.27 Page no. 90 Vol. 1 DSR-2023
Supplying and filling in plinth with sand under floors, including watering.ramming, consolidating and dressing complete. | 2.65 | Cum | 2,123.75 | ₹5,627.94 |
| 4 | Item no. 4.1 Page no. 96 Vol. 1 DSR-2023
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:
a)Item no. 4.1.5
1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | Sqm | 7,294.7 | ₹7,294.7 |
| 4.1 | b)Item no. 4.1.3
1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | Cum | 7,878.5 | ₹7,878.5 |
| 5 | Item no. 4.2 Page no. 96 Vol. 1 DSR-2023
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts. buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
Item no. 4.2.2
1:12:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | SQM | 10,357.55 | ₹10,357.55 |
| 6 | Item no. 5.22.6 Page no. 110 Vol. 1 DSR-2023
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 120 | Kg | 107.1 | ₹12,852 |
| 7 | Item no. 5.9 Page no. 107 Vol. 1 DSR-2023
Centering and shuttering including strutting, propping etc. and removal of form for
Item no. 5.9.1
Foundations, footings, bases of columns, etc. for mass concrete | 2.49 | Sqm | 392.15 | ₹976.45 |
| 7.1 | Item no. 5.9.3
Suspended floors, roofs, landings, balconies and access platform | 11.73 | sqm | 927.25 | ₹10,876.64 |
| 8 | Item no. 4.10 Page no. 100 VoL 1 DSR-2023
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) | 4.5 | Sqm | 410.85 | ₹1,848.83 |
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